HomeMy WebLinkAboutSurvey 20824BOUNDARY SURVEY
FOR LOT 64, BLOCK 31,
PLAT OF UNIT NO. 2 OF
OREGON WATER WONDERLAND(OWW)
LOCATED IN THE SE 1 /4 OF SECTION 13, TOWNSHIP 20
SOUTH, RANGE 10 EAST, W.M.,
DESCHUTES COUNTY, OREGON
L6
EX. RIVER EDGE
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SCALE: 1 "=40'
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BLOCK 31
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BLOCK 28
UNIT NO. 2 OF
OWW
LINE TABLE
LINE
LENGTH
DIRECTION
L1
15.15'
S62'10'48"W
L1(R1,R2)
15.00'
S62'13'00"W
L2
71.08'
S51'06'20"W
L2(R1,R2)
71.08'
S51'00'56"W
L3
90.06'
S51'06'20"W
L3(R1)
90.00'
S51'00'56"W
L4
96.14'
S62'10'48"W
L4(R1,R2)
96.14'
S62'13'00"W
L5
76.05'
S62'12'27"W
L5(R1,R2)
76.05'
S62'13'00"W
L6
8.62'
S82'51'57"W
L6(R1,R2)
8.64'
S81'57'07"W
L7
10.00
S09'08' 56"W
L7(R1)
10.00'
S09'00'00"W
L8 ,
83.06'
N73'59'19"E
L8(R1)
83.00'
N74'00'00"E
L8(R2)
83.04'
N73'54'53"E
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl
94.14'
270.00'
47.55'
S64'09'05"W
93.66'
19'58'38"
C1(R1)
1 94.30'
270.00'
C2
94.83'
270.00'
47.91'
S44'06'04"W
94.34'
20'07'25"
C2(R1)
95.00'
270.00'
C3
116.80'
270.00'
S9.33'
S21'38'47"W
115.89'
24'47'09"
C3(R1)
117.00'
270.00'
RENEWS: 12/31 /23
LEGEND
• FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH 1-1/2" ALUMINUM CAP STAMPED
"TYE ENGINEERING."
(R1) OREGON WATER WONDERLAND UNIT 2,
BY RICHARD W. BURTON, PLS 00842, FILED 3/12/1970,
CS08674
(R2) BOUNDARY SURVEY-OREGON WATER WONDERLAND UNIT
2 BLOCK 31 LOT 66 , BY SCOTT C. FRESHWATERS,
PLS 02253, FILED 12/3/1996, CS12773
(R3) BOUNDARY SURVEY-OREGON WATER WONDERLAND UNIT
2 BLOCK 31 LOT 65 , BY DIRK DURYEE,
PLS 65694, FILED 5/5/2022, CS20804
(D1) WARRANTY DEED, 2020-30317,
FILED 06/26/2020, DESCHUTES COUNTY OFF. RECORDS
® LOCATION NUMBER
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO SET ALL MISSING PROPERTY
CORNERS FOR LOT 64 BLOCK 31 OF OREGON WATER WONDERLAND, UNIT
2 (R1) LOCATED IN SECTION 13, TOWNSHIP 20 SOUTH, RANGE 10 EAST,
OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY OREGON.
FOR THIS SURVEY, WE USED OUR RECENT SURVEY IN CS20804 AS THE
BASIS OF BEARING OF THIS SURVEY. THERE WAS A 1 /2" REBAR FOUND
AT MONUMENT 2 BUT WAS VERY LOOSELY PLACED NEXT TO A RECENTLY
INSTALLED POWER PEDESTAL. IT DID NOT FIT WELL WITH RECORD AND
WAS NOT HELD. TO ESTABLISH THIS POSITION WE RETRACED A 270.00
FOOT RADIUS CURVE BETWEEN MONUMENT 1 AND MONUMENT 3 AND
PROPORTIONED THE LENGTHS ACCORDINGLY.
TO RE-ESTABLISH THE NORTHERLY LINE WE EXTENDED THE LINE FROM
MONUMENT 3 TO MONUMENT 6 THE RECORD 20.00 FEET TO LOCATION
12. THEN EXTENDED THE LINE FROM MONUMENT 9 TO MONUMENT 8 THE
RECORD DISTANCE OF 71.08 FEET TO THE ANGLE POINT AT MONUMENT
11. WE HELD RECORD DISTANCE FROM MONUMENT 12 TO MONUMENT 7.
BASIS OF BEARING:
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL
OREGON COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM
THE ORGN BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS,
PNVL, AND MDRS) WITH TOPCON HIPER GPS. THE CALIBRATION TIES MULTIPLE
COCS POINTS USING PUBLISHED COORDINATES. THE DESCHUTES 13
TRANSFORMATION USES A MOLODENKSY TRANSFORMATION. THE COCS
VERTICAL DATUM IS NGVD 29.
MON.
MONUMENT DESCRIPTION
1
1 /2" REBAR, NO CAP
2
1 /2" REBAR, NO CAP, UP 1.0', LOOSELY PLACED, BEARING S77'44'14"W
1.49' FROM PROPERTY CORNER, FD. 5/8" REBAR WITH YPC MARKED "TYE
ENGINEERING" AT N16'14'54"W 2.00' FROM ACTUAL PROPERTY CORNER
3
5/8" REBAR, NO CAP
4
1 /2" REBAR, NO CAP
5
5/8" REBAR, 1-1/2- ALUM. CAP MARKED "LS2253"
6
5/8" REBAR, 1-1/2" ALUM. CAP MARKED "LS2253"
7
PROPERTY CORNER IN RIVER, NOTHING SET
8
1/2" REBAR, NO CAP
9
1 /2" REBAR, NO CAP
10
5/8" REBAR WITH YPC MARKED "TYE ENGINEERING"
11
PROPERTY CORNER IN RIVER, NOTHING SET
12
PROPERTY CORNER IN RIVER, NOTHING SET
13
SET 5/8" REBAR WITH 1-1/2" ALUMINUM CAP MARKED "TYE ENGINEERING"
14
SEARCHED FOR, NOT FOUND
2931 - WETHERELL BOUNDARY_4-1-2022.dwg